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    Velocity and Sediment‐Concentration Profiles in River Flows

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author:
    M. F. Karim
    ,
    John F. Kennedy
    DOI: 10.1061/(ASCE)0733-9429(1987)113:2(159)
    Publisher: American Society of Civil Engineers
    Abstract: An equation for the exponent in the power‐law velocity distribution is formulated by relating the rate of energy dissipation due to turbulent shear of the sediment bed‐layer to the increased rate of fluid‐shear energy dissipation produced by the moving sediment. The suspended‐sediment concentration distribution corresponding to the power‐law velocity profile is calculated and simplified. The relation derived for the power‐law exponent is found to be in good agreement with data from a large group of flume and river flows. The powerlaw velocity profile and the corresponding concentration distribution are shown to be in excellent conformity with the distributions measured by Vanoni and Brooks.
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      Velocity and Sediment‐Concentration Profiles in River Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22745
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    contributor authorM. F. Karim
    contributor authorJohn F. Kennedy
    date accessioned2017-05-08T20:39:46Z
    date available2017-05-08T20:39:46Z
    date copyrightFebruary 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A2%28159%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22745
    description abstractAn equation for the exponent in the power‐law velocity distribution is formulated by relating the rate of energy dissipation due to turbulent shear of the sediment bed‐layer to the increased rate of fluid‐shear energy dissipation produced by the moving sediment. The suspended‐sediment concentration distribution corresponding to the power‐law velocity profile is calculated and simplified. The relation derived for the power‐law exponent is found to be in good agreement with data from a large group of flume and river flows. The powerlaw velocity profile and the corresponding concentration distribution are shown to be in excellent conformity with the distributions measured by Vanoni and Brooks.
    publisherAmerican Society of Civil Engineers
    titleVelocity and Sediment‐Concentration Profiles in River Flows
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:2(159)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    contenttypeFulltext
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